deck analysis

55
Tuesday, May 05, 2015, 05:40 PM PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SELECTseries4 * * Version 20.07.09.31 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= MAY 5, 2015 * * Time= 17:39:42 * * * * USER ID: Jacobs Engineering * **************************************************** 1. STAAD PLANE INPUT FILE: Deck Analysis.STD 2. START JOB INFORMATION 3. ENGINEER DATE 23-JAN-15 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0.5575 0 0; 3 1.8225 0 0; 4 3.0875 0 0; 5 4.3525 0 0; 6 6.8825 0 0 9. 7 8.1475 0 0; 16 9.4125 0 0; 18 10.6775 0 0; 19 11.9425 0 0; 20 12.5 0 0 10. 21 3.75 0 0; 22 11.65 0 0; 23 0.1825 0 0; 24 12.3175 0 0; 25 5.6175 0 0 11. *20 4 0 0; 21 16.75 0 0 12. *20 6.5 0 0; 21 8.5 0 0; 22 9.5 0 0; 23 11.5 0 0 13. *24 12.5 0 0; 25 14.5 0 0 14. MEMBER INCIDENCES 15. 1 1 23; 2 23 2; 3 2 3; 4 3 4; 5 4 21; 6 5 21; 7 5 25; 8 6 7; 9 7 16; 16 16 18 16. 17 18 22; 18 22 19; 19 19 24; 20 24 20; 21 25 6 17. DEFINE MATERIAL START 18. ISOTROPIC CONCRETE 19. E 2.17185E+007 20. POISSON 0.17 21. DENSITY 23.5616 22. ALPHA 1E-005 23. DAMP 0.05 24. TYPE CONCRETE 25. STRENGTH FCU 27579 26. END DEFINE MATERIAL 27. MEMBER PROPERTY AMERICAN 28. 1 TO 9 16 TO 21 PRIS YD 0.225 ZD 1 29. CONSTANTS 30. MATERIAL CONCRETE ALL 31. SUPPORTS 32. 2 TO 7 16 18 19 25 PINNED 33. DEFINE MOVING LOAD 34. TYPE 1 LOAD 150 150 100 100 35. DIST 2 1 2 36. TYPE 2 LOAD 200 200 37. DIST 2 38. TYPE 3 LOAD 92.4 92.4 Page 1 of 55 \\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

Upload: kunjalradia

Post on 09-Nov-2015

238 views

Category:

Documents


0 download

DESCRIPTION

Transverse deck analysis

TRANSCRIPT

  • Tuesday, May 05, 2015, 05:40 PM

    PAGE NO. 1

    ****************************************************

    * *

    * STAAD.Pro V8i SELECTseries4 * * Version 20.07.09.31 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= MAY 5, 2015 * * Time= 17:39:42 * * *

    * USER ID: Jacobs Engineering * ****************************************************

    1. STAAD PLANE INPUT FILE: Deck Analysis.STD 2. START JOB INFORMATION 3. ENGINEER DATE 23-JAN-15 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0.5575 0 0; 3 1.8225 0 0; 4 3.0875 0 0; 5 4.3525 0 0; 6 6.8825 0 0

    9. 7 8.1475 0 0; 16 9.4125 0 0; 18 10.6775 0 0; 19 11.9425 0 0; 20 12.5 0 0

    10. 21 3.75 0 0; 22 11.65 0 0; 23 0.1825 0 0; 24 12.3175 0 0; 25 5.6175 0 0

    11. *20 4 0 0; 21 16.75 0 0

    12. *20 6.5 0 0; 21 8.5 0 0; 22 9.5 0 0; 23 11.5 0 0

    13. *24 12.5 0 0; 25 14.5 0 0

    14. MEMBER INCIDENCES 15. 1 1 23; 2 23 2; 3 2 3; 4 3 4; 5 4 21; 6 5 21; 7 5 25; 8 6 7; 9 7 16; 16 16 18

    16. 17 18 22; 18 22 19; 19 19 24; 20 24 20; 21 25 6

    17. DEFINE MATERIAL START 18. ISOTROPIC CONCRETE 19. E 2.17185E+007 20. POISSON 0.17 21. DENSITY 23.5616 22. ALPHA 1E-005 23. DAMP 0.05 24. TYPE CONCRETE 25. STRENGTH FCU 27579 26. END DEFINE MATERIAL 27. MEMBER PROPERTY AMERICAN 28. 1 TO 9 16 TO 21 PRIS YD 0.225 ZD 1 29. CONSTANTS 30. MATERIAL CONCRETE ALL 31. SUPPORTS 32. 2 TO 7 16 18 19 25 PINNED 33. DEFINE MOVING LOAD 34. TYPE 1 LOAD 150 150 100 100 35. DIST 2 1 2 36. TYPE 2 LOAD 200 200 37. DIST 2 38. TYPE 3 LOAD 92.4 92.4

    Page 1 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 2

    39. DIST 2.65 40. TYPE 4 LOAD 150 150 100 100 41. DIST 2 0.5 2 42. LOAD 1 LOADTYPE DEAD TITLE SELF WEIGHT OF DECK 43. MEMBER LOAD 44. 1 TO 9 16 TO 21 UNI GY -5.6 45. 2 UNI GY -0.9 46. 3 UNI GY -0.9 0 0.041 47. 18 UNI GY -0.9 0.2515 0.2925 48. 19 UNI GY -0.9 49. JOINT LOAD 50. 1 FY -5.3 51. 20 FY -4.4 52. MEMBER LOAD 53. 3 TO 5 UNI GY -7.31 54. 2 UNI GY -7.31 55. 19 UNI GY -5.13 56. 18 UNI GY -5.13 57. LOAD 2 LOADTYPE NONE TITLE WEIGHT OF SURFACING 58. MEMBER LOAD 59. 6 TO 9 16 17 21 UNI GY -5.29 60. LOAD 3 LOADTYPE NONE TITLE PARAPET 61. JOINT LOAD 62. 1 20 FY -1. 63. LOAD 4 LOADTYPE NONE TITLE WEIGHT OF KERB 64. JOINT LOAD 65. 21 22 FY -0.6 66. LOAD 5 LOADTYPE LIVE REDUCIBLE TITLE LM1 UDL 67. MEMBER LOAD 68. 6 TO 9 16 17 21 UNI GY -5.5 69. LOAD 6 LOADTYPE LIVE REDUCIBLE TITLE FOOTWAY LIVE LOAD 70. MEMBER LOAD 71. 2 TO 5 18 19 UNI GY -5 72. LOAD 7 LOADTYPE NONE TITLE LM1 UDL+FOOTWAY 73. REPEAT LOAD 74. 5 1.0 6 1.0 75. LOAD GENERATION 13 ADD LOAD 7 76. TYPE 1 3.75 0 0 XINC 0.25 77. LOAD GENERATION 25 ADD LOAD 6 78. TYPE 2 3.75 0 0 XINC 0.25 79. LOAD GENERATION 22 ADD LOAD 6 80. TYPE 3 3.75 0 0 XINC 0.25 81. LOAD GENERATION 15 ADD LOAD 7 82. TYPE 4 3.75 0 0 XINC 0.25 83. *LOAD 61 LOADTYPE NONE TITLE LM1 - TS (DISPERSED - FOR SAGGING AND HOGGING)+UD 84. *MEMBER LOAD 85. *7 UNI GY -178.6 0.18 1.02 86. *9 UNI GY -178.6 0.13 0.97 87. *10 UNI GY -119 0.105 0.945 88. *12 UNI GY -119 0.055 0.895 89. *13 UNI GY -59.52 0.03 0.87 90. *15 UNI GY -59.52 0 0.82 91. *14 UNI GY -59.52 1.005 1.025 92. *21 UNI GY -5 0 0.8125 93. *5 UNI GY -5 0.15 0.2125 94. *6 TO 16 UNI GY -5

    Page 2 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 3

    95. *17 UNI GY -5 0 0.6 96. *LOAD 62 LOADTYPE NONE TITLE LM1 - TS (DISPERSED - FOR SHEAR) 97. *MEMBER LOAD 98. *8 UNI GY -178.6 0.655 1.025 99. *9 UNI GY -178.6 0 0.47 100. *10 UNI GY -178.6 0.605 1.025 101. *11 UNI GY -178.6 0 0.42 102. *11 UNI GY -119 0.58 1.025 103. *12 UNI GY -119 0 0.395 104. *13 UNI GY -119 0.53 1.025 105. *14 UNI GY -119 0 0.345 106. *14 UNI GY -59.52 0.505 1.025 107. *15 UNI GY -59.52 0 0.32 108. *16 UNI GY -59.52 0.455 1.025 109. *17 UNI GY -59.52 0 0.27 110. *21 UNI GY -5 0 0.8125 111. *5 UNI GY -5 0.15 0.2125 112. *6 TO 16 UNI GY -5 113. *17 UNI GY -5 0 0.6 114. *LOAD 63 LOADTYPE NONE TITLE LM2 - HOGGING 115. *MEMBER LOAD 116. *15 UNI GY -238.1 0 0.82 117. *14 UNI GY -238.1 1.005 1.025 118. *17 UNI GY -238.1 0 0.77 119. *16 UNI GY -238.1 0.955 1.025 120. *LOAD 64 LOADTYPE NONE TITLE LM2 - SAGGING 121. *MEMBER LOAD 122. *8 UNI GY -238.1 0.155 0.995 123. *10 UNI GY -238.1 0.105 0.945 124. *LOAD 65 LOADTYPE NONE TITLE LM2 - SHEAR 125. *MEMBER LOAD 126. *10 UNI GY -238.1 0.605 1.025 127. *11 UNI GY -238.1 0 0.42 128. *12 UNI GY -238.1 0.555 1.025 129. *13 UNI GY -238.1 0 0.37 130. *LOAD 66 LOADTYPE NONE TITLE SV100 (HOGGING AND SAGGING) 131. *MEMBER LOAD 132. *14 UNI GY -233.9 0.53 1.025 133. *15 UNI GY -233.9 0 0.295 134. *17 UNI GY -233.9 0.105 0.895 135. *LOAD 67 LOADTYPE NONE TITLE SV100 (SHEAR) 136. *MEMBER LOAD 137. *10 UNI GY -233.9 0 0.42 138. *9 UNI GY -233.9 0.655 1.025 139. *12 UNI GY -233.9 0.23 1.02 140. PERFORM ANALYSIS

    Page 3 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 4

    P R O B L E M S T A T I S T I C S -----------------------------------

    NUMBER OF JOINTS 16 NUMBER OF MEMBERS 15 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 10

    SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER

    ORIGINAL/FINAL BAND-WIDTH= 13/ 1/ 6 DOF TOTAL PRIMARY LOAD CASES = 82, TOTAL DEGREES OF FREEDOM = 28 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.1/ 0.0 MB

    141. SECTION 0.1304 142. LOAD LIST 8 TO 81 143. PRINT MEMBER SECTION FORCES ALL

    Page 4 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 5

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    1 8 0.13 0.00 0.00 0.00 0.00 9 0.13 0.00 0.00 0.00 0.00 10 0.13 0.00 0.00 0.00 0.00 11 0.13 0.00 0.00 0.00 0.00 12 0.13 0.00 0.00 0.00 0.00 13 0.13 0.00 0.00 0.00 0.00 14 0.13 0.00 0.00 0.00 0.00 15 0.13 0.00 0.00 0.00 0.00 16 0.13 0.00 0.00 0.00 0.00 17 0.13 0.00 0.00 0.00 0.00 18 0.13 0.00 0.00 0.00 0.00 19 0.13 0.00 0.00 0.00 0.00 20 0.13 0.00 0.00 0.00 0.00 21 0.13 0.00 0.00 0.00 0.00 22 0.13 0.00 0.00 0.00 0.00 23 0.13 0.00 0.00 0.00 0.00 24 0.13 0.00 0.00 0.00 0.00 25 0.13 0.00 0.00 0.00 0.00 26 0.13 0.00 0.00 0.00 0.00 27 0.13 0.00 0.00 0.00 0.00 28 0.13 0.00 0.00 0.00 0.00 29 0.13 0.00 0.00 0.00 0.00 30 0.13 0.00 0.00 0.00 0.00 31 0.13 0.00 0.00 0.00 0.00 32 0.13 0.00 0.00 0.00 0.00 33 0.13 0.00 0.00 0.00 0.00 34 0.13 0.00 0.00 0.00 0.00 35 0.13 0.00 0.00 0.00 0.00 36 0.13 0.00 0.00 0.00 0.00 37 0.13 0.00 0.00 0.00 0.00 38 0.13 0.00 0.00 0.00 0.00 39 0.13 0.00 0.00 0.00 0.00 40 0.13 0.00 0.00 0.00 0.00 41 0.13 0.00 0.00 0.00 0.00 42 0.13 0.00 0.00 0.00 0.00 43 0.13 0.00 0.00 0.00 0.00 44 0.13 0.00 0.00 0.00 0.00 45 0.13 0.00 0.00 0.00 0.00 46 0.13 0.00 0.00 0.00 0.00 47 0.13 0.00 0.00 0.00 0.00 48 0.13 0.00 0.00 0.00 0.00 49 0.13 0.00 0.00 0.00 0.00 50 0.13 0.00 0.00 0.00 0.00 51 0.13 0.00 0.00 0.00 0.00 52 0.13 0.00 0.00 0.00 0.00

    Page 5 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 6

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    53 0.13 0.00 0.00 0.00 0.00 54 0.13 0.00 0.00 0.00 0.00 55 0.13 0.00 0.00 0.00 0.00 56 0.13 0.00 0.00 0.00 0.00 57 0.13 0.00 0.00 0.00 0.00 58 0.13 0.00 0.00 0.00 0.00 59 0.13 0.00 0.00 0.00 0.00 60 0.13 0.00 0.00 0.00 0.00 61 0.13 0.00 0.00 0.00 0.00 62 0.13 0.00 0.00 0.00 0.00 63 0.13 0.00 0.00 0.00 0.00 64 0.13 0.00 0.00 0.00 0.00 65 0.13 0.00 0.00 0.00 0.00 66 0.13 0.00 0.00 0.00 0.00 67 0.13 0.00 0.00 0.00 0.00 68 0.13 0.00 0.00 0.00 0.00 69 0.13 0.00 0.00 0.00 0.00 70 0.13 0.00 0.00 0.00 0.00 71 0.13 0.00 0.00 0.00 0.00 72 0.13 0.00 0.00 0.00 0.00 73 0.13 0.00 0.00 0.00 0.00 74 0.13 0.00 0.00 0.00 0.00 75 0.13 0.00 0.00 0.00 0.00 76 0.13 0.00 0.00 0.00 0.00 77 0.13 0.00 0.00 0.00 0.00 78 0.13 0.00 0.00 0.00 0.00 79 0.13 0.00 0.00 0.00 0.00 80 0.13 0.00 0.00 0.00 0.00 81 0.13 0.00 0.00 0.00 0.00

    2 8 0.13 -0.24 0.00 0.00 0.01 9 0.13 -0.24 0.00 0.00 0.01 10 0.13 -0.24 0.00 0.00 0.01 11 0.13 -0.24 0.00 0.00 0.01 12 0.13 -0.24 0.00 0.00 0.01 13 0.13 -0.24 0.00 0.00 0.01 14 0.13 -0.24 0.00 0.00 0.01 15 0.13 -0.24 0.00 0.00 0.01 16 0.13 -0.24 0.00 0.00 0.01 17 0.13 -0.24 0.00 0.00 0.01 18 0.13 -0.24 0.00 0.00 0.01 19 0.13 -0.24 0.00 0.00 0.01 20 0.13 -0.24 0.00 0.00 0.01 21 0.13 -0.24 0.00 0.00 0.01 22 0.13 -0.24 0.00 0.00 0.01 23 0.13 -0.24 0.00 0.00 0.01

    Page 6 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 7

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    24 0.13 -0.24 0.00 0.00 0.01 25 0.13 -0.24 0.00 0.00 0.01 26 0.13 -0.24 0.00 0.00 0.01 27 0.13 -0.24 0.00 0.00 0.01 28 0.13 -0.24 0.00 0.00 0.01 29 0.13 -0.24 0.00 0.00 0.01 30 0.13 -0.24 0.00 0.00 0.01 31 0.13 -0.24 0.00 0.00 0.01 32 0.13 -0.24 0.00 0.00 0.01 33 0.13 -0.24 0.00 0.00 0.01 34 0.13 -0.24 0.00 0.00 0.01 35 0.13 -0.24 0.00 0.00 0.01 36 0.13 -0.24 0.00 0.00 0.01 37 0.13 -0.24 0.00 0.00 0.01 38 0.13 -0.24 0.00 0.00 0.01 39 0.13 -0.24 0.00 0.00 0.01 40 0.13 -0.24 0.00 0.00 0.01 41 0.13 -0.24 0.00 0.00 0.01 42 0.13 -0.24 0.00 0.00 0.01 43 0.13 -0.24 0.00 0.00 0.01 44 0.13 -0.24 0.00 0.00 0.01 45 0.13 -0.24 0.00 0.00 0.01 46 0.13 -0.24 0.00 0.00 0.01 47 0.13 -0.24 0.00 0.00 0.01 48 0.13 -0.24 0.00 0.00 0.01 49 0.13 -0.24 0.00 0.00 0.01 50 0.13 -0.24 0.00 0.00 0.01 51 0.13 -0.24 0.00 0.00 0.01 52 0.13 -0.24 0.00 0.00 0.01 53 0.13 -0.24 0.00 0.00 0.01 54 0.13 -0.24 0.00 0.00 0.01 55 0.13 -0.24 0.00 0.00 0.01 56 0.13 -0.24 0.00 0.00 0.01 57 0.13 -0.24 0.00 0.00 0.01 58 0.13 -0.24 0.00 0.00 0.01 59 0.13 -0.24 0.00 0.00 0.01 60 0.13 -0.24 0.00 0.00 0.01 61 0.13 -0.24 0.00 0.00 0.01 62 0.13 -0.24 0.00 0.00 0.01 63 0.13 -0.24 0.00 0.00 0.01 64 0.13 -0.24 0.00 0.00 0.01 65 0.13 -0.24 0.00 0.00 0.01 66 0.13 -0.24 0.00 0.00 0.01 67 0.13 -0.24 0.00 0.00 0.01 68 0.13 -0.24 0.00 0.00 0.01 69 0.13 -0.24 0.00 0.00 0.01

    Page 7 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 8

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    70 0.13 -0.24 0.00 0.00 0.01 71 0.13 -0.24 0.00 0.00 0.01 72 0.13 -0.24 0.00 0.00 0.01 73 0.13 -0.24 0.00 0.00 0.01 74 0.13 -0.24 0.00 0.00 0.01 75 0.13 -0.24 0.00 0.00 0.01 76 0.13 -0.24 0.00 0.00 0.01 77 0.13 -0.24 0.00 0.00 0.01 78 0.13 -0.24 0.00 0.00 0.01 79 0.13 -0.24 0.00 0.00 0.01 80 0.13 -0.24 0.00 0.00 0.01 81 0.13 -0.24 0.00 0.00 0.01

    3 8 0.13 4.80 0.00 0.00 -0.51 9 0.13 3.86 0.00 0.00 -0.35 10 0.13 2.58 0.00 0.00 -0.14 11 0.13 1.70 0.00 0.00 0.00 12 0.13 1.33 0.00 0.00 0.06 13 0.13 1.33 0.00 0.00 0.06 14 0.13 1.57 0.00 0.00 0.02 15 0.13 1.88 0.00 0.00 -0.03 16 0.13 2.10 0.00 0.00 -0.06 17 0.13 2.20 0.00 0.00 -0.08 18 0.13 2.20 0.00 0.00 -0.08 19 0.13 2.15 0.00 0.00 -0.07 20 0.13 2.07 0.00 0.00 -0.06 21 0.13 5.67 0.00 0.00 -0.65 22 0.13 4.47 0.00 0.00 -0.45 23 0.13 2.79 0.00 0.00 -0.18 24 0.13 1.61 0.00 0.00 0.02 25 0.13 1.10 0.00 0.00 0.10 26 0.13 1.10 0.00 0.00 0.10 27 0.13 1.40 0.00 0.00 0.05 28 0.13 1.80 0.00 0.00 -0.01 29 0.13 2.10 0.00 0.00 -0.06 30 0.13 2.24 0.00 0.00 -0.09 31 0.13 2.25 0.00 0.00 -0.09 32 0.13 2.17 0.00 0.00 -0.07 33 0.13 2.07 0.00 0.00 -0.06 34 0.13 2.00 0.00 0.00 -0.05 35 0.13 1.96 0.00 0.00 -0.04 36 0.13 1.96 0.00 0.00 -0.04 37 0.13 1.97 0.00 0.00 -0.04 38 0.13 2.00 0.00 0.00 -0.05 39 0.13 2.02 0.00 0.00 -0.05 40 0.13 2.03 0.00 0.00 -0.05

    Page 8 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 9

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    41 0.13 2.03 0.00 0.00 -0.05 42 0.13 2.02 0.00 0.00 -0.05 43 0.13 2.02 0.00 0.00 -0.05 44 0.13 2.01 0.00 0.00 -0.05 45 0.13 2.01 0.00 0.00 -0.05 46 0.13 3.73 0.00 0.00 -0.33 47 0.13 3.08 0.00 0.00 -0.22 48 0.13 2.27 0.00 0.00 -0.09 49 0.13 1.74 0.00 0.00 0.00 50 0.13 1.55 0.00 0.00 0.03 51 0.13 1.58 0.00 0.00 0.02 52 0.13 1.75 0.00 0.00 0.00 53 0.13 1.94 0.00 0.00 -0.04 54 0.13 2.08 0.00 0.00 -0.06 55 0.13 2.13 0.00 0.00 -0.07 56 0.13 2.12 0.00 0.00 -0.07 57 0.13 2.08 0.00 0.00 -0.06 58 0.13 2.03 0.00 0.00 -0.05 59 0.13 2.00 0.00 0.00 -0.05 60 0.13 1.99 0.00 0.00 -0.04 61 0.13 1.99 0.00 0.00 -0.04 62 0.13 2.00 0.00 0.00 -0.05 63 0.13 2.01 0.00 0.00 -0.05 64 0.13 2.02 0.00 0.00 -0.05 65 0.13 2.02 0.00 0.00 -0.05 66 0.13 2.02 0.00 0.00 -0.05 67 0.13 2.02 0.00 0.00 -0.05 68 0.13 4.89 0.00 0.00 -0.52 69 0.13 3.95 0.00 0.00 -0.37 70 0.13 2.64 0.00 0.00 -0.15 71 0.13 1.72 0.00 0.00 0.00 72 0.13 1.32 0.00 0.00 0.07 73 0.13 1.31 0.00 0.00 0.07 74 0.13 1.55 0.00 0.00 0.03 75 0.13 1.86 0.00 0.00 -0.02 76 0.13 2.09 0.00 0.00 -0.06 77 0.13 2.20 0.00 0.00 -0.08 78 0.13 2.21 0.00 0.00 -0.08 79 0.13 2.15 0.00 0.00 -0.07 80 0.13 2.07 0.00 0.00 -0.06 81 0.13 2.01 0.00 0.00 -0.05

    4 8 0.13 -12.22 0.00 0.00 -0.82 9 0.13 -7.26 0.00 0.00 -0.45 10 0.13 -0.51 0.00 0.00 0.06 11 0.13 4.14 0.00 0.00 0.41

    Page 9 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 10

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    12 0.13 6.11 0.00 0.00 0.56 13 0.13 6.08 0.00 0.00 0.55 14 0.13 4.83 0.00 0.00 0.46 15 0.13 3.21 0.00 0.00 0.34 16 0.13 2.03 0.00 0.00 0.25 17 0.13 1.50 0.00 0.00 0.21 18 0.13 1.48 0.00 0.00 0.21 19 0.13 1.78 0.00 0.00 0.23 20 0.13 2.19 0.00 0.00 0.26 21 0.13 -16.81 0.00 0.00 -1.16 22 0.13 -10.47 0.00 0.00 -0.69 23 0.13 -1.60 0.00 0.00 -0.02 24 0.13 4.59 0.00 0.00 0.44 25 0.13 7.28 0.00 0.00 0.64 26 0.13 7.32 0.00 0.00 0.65 27 0.13 5.72 0.00 0.00 0.53 28 0.13 3.60 0.00 0.00 0.37 29 0.13 2.02 0.00 0.00 0.25 30 0.13 1.31 0.00 0.00 0.20 31 0.13 1.26 0.00 0.00 0.19 32 0.13 1.64 0.00 0.00 0.22 33 0.13 2.17 0.00 0.00 0.26 34 0.13 2.58 0.00 0.00 0.29 35 0.13 2.77 0.00 0.00 0.30 36 0.13 2.79 0.00 0.00 0.31 37 0.13 2.70 0.00 0.00 0.30 38 0.13 2.56 0.00 0.00 0.29 39 0.13 2.46 0.00 0.00 0.28 40 0.13 2.41 0.00 0.00 0.28 41 0.13 2.40 0.00 0.00 0.28 42 0.13 2.42 0.00 0.00 0.28 43 0.13 2.46 0.00 0.00 0.28 44 0.13 2.48 0.00 0.00 0.28 45 0.13 2.50 0.00 0.00 0.28 46 0.13 -6.57 0.00 0.00 -0.39 47 0.13 -3.14 0.00 0.00 -0.14 48 0.13 1.15 0.00 0.00 0.18 49 0.13 3.93 0.00 0.00 0.39 50 0.13 4.95 0.00 0.00 0.47 51 0.13 4.76 0.00 0.00 0.45 52 0.13 3.89 0.00 0.00 0.39 53 0.13 2.86 0.00 0.00 0.31 54 0.13 2.15 0.00 0.00 0.26 55 0.13 1.87 0.00 0.00 0.24 56 0.13 1.90 0.00 0.00 0.24 57 0.13 2.11 0.00 0.00 0.26

    Page 10 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 11

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    58 0.13 2.37 0.00 0.00 0.28 59 0.13 2.56 0.00 0.00 0.29 60 0.13 2.63 0.00 0.00 0.29 61 0.13 2.63 0.00 0.00 0.29 62 0.13 2.58 0.00 0.00 0.29 63 0.13 2.51 0.00 0.00 0.29 64 0.13 2.46 0.00 0.00 0.28 65 0.13 2.44 0.00 0.00 0.28 66 0.13 2.44 0.00 0.00 0.28 67 0.13 2.46 0.00 0.00 0.28 68 0.13 -12.67 0.00 0.00 -0.85 69 0.13 -7.72 0.00 0.00 -0.48 70 0.13 -0.81 0.00 0.00 0.04 71 0.13 4.04 0.00 0.00 0.40 72 0.13 6.15 0.00 0.00 0.56 73 0.13 6.19 0.00 0.00 0.56 74 0.13 4.95 0.00 0.00 0.47 75 0.13 3.29 0.00 0.00 0.34 76 0.13 2.05 0.00 0.00 0.25 77 0.13 1.49 0.00 0.00 0.21 78 0.13 1.46 0.00 0.00 0.21 79 0.13 1.75 0.00 0.00 0.23 80 0.13 2.17 0.00 0.00 0.26 81 0.13 2.48 0.00 0.00 0.28

    5 8 0.13 76.16 0.00 0.00 9.05 9 0.13 43.57 0.00 0.00 6.78 10 0.13 14.50 0.00 0.00 2.38 11 0.13 -4.34 0.00 0.00 -0.77 12 0.13 -12.38 0.00 0.00 -2.09 13 0.13 -12.26 0.00 0.00 -2.07 14 0.13 -7.15 0.00 0.00 -1.23 15 0.13 -0.54 0.00 0.00 -0.14 16 0.13 4.30 0.00 0.00 0.66 17 0.13 6.45 0.00 0.00 1.01 18 0.13 6.52 0.00 0.00 1.02 19 0.13 5.30 0.00 0.00 0.82 20 0.13 3.65 0.00 0.00 0.55 21 0.13 99.45 0.00 0.00 11.75 22 0.13 57.10 0.00 0.00 8.91 23 0.13 18.84 0.00 0.00 3.12 24 0.13 -6.22 0.00 0.00 -1.06 25 0.13 -17.19 0.00 0.00 -2.87 26 0.13 -17.39 0.00 0.00 -2.90 27 0.13 -10.85 0.00 0.00 -1.83 28 0.13 -2.17 0.00 0.00 -0.40

    Page 11 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 12

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    29 0.13 4.26 0.00 0.00 0.66 30 0.13 7.18 0.00 0.00 1.14 31 0.13 7.36 0.00 0.00 1.17 32 0.13 5.81 0.00 0.00 0.92 33 0.13 3.65 0.00 0.00 0.56 34 0.13 2.00 0.00 0.00 0.29 35 0.13 1.22 0.00 0.00 0.16 36 0.13 1.14 0.00 0.00 0.15 37 0.13 1.51 0.00 0.00 0.21 38 0.13 2.05 0.00 0.00 0.30 39 0.13 2.47 0.00 0.00 0.37 40 0.13 2.67 0.00 0.00 0.40 41 0.13 2.70 0.00 0.00 0.41 42 0.13 2.62 0.00 0.00 0.39 43 0.13 2.49 0.00 0.00 0.37 44 0.13 2.38 0.00 0.00 0.35 45 0.13 2.33 0.00 0.00 0.34 46 0.13 47.80 0.00 0.00 5.71 47 0.13 26.16 0.00 0.00 4.06 48 0.13 7.71 0.00 0.00 1.26 49 0.13 -3.52 0.00 0.00 -0.62 50 0.13 -7.69 0.00 0.00 -1.30 51 0.13 -6.93 0.00 0.00 -1.18 52 0.13 -3.37 0.00 0.00 -0.59 53 0.13 0.85 0.00 0.00 0.10 54 0.13 3.75 0.00 0.00 0.58 55 0.13 4.87 0.00 0.00 0.76 56 0.13 4.74 0.00 0.00 0.74 57 0.13 3.89 0.00 0.00 0.60 58 0.13 2.83 0.00 0.00 0.43 59 0.13 2.08 0.00 0.00 0.30 60 0.13 1.78 0.00 0.00 0.25 61 0.13 1.80 0.00 0.00 0.26 62 0.13 2.00 0.00 0.00 0.29 63 0.13 2.27 0.00 0.00 0.33 64 0.13 2.46 0.00 0.00 0.37 65 0.13 2.54 0.00 0.00 0.38 66 0.13 2.54 0.00 0.00 0.38 67 0.13 2.49 0.00 0.00 0.37 68 0.13 78.02 0.00 0.00 9.35 69 0.13 45.48 0.00 0.00 7.09 70 0.13 15.71 0.00 0.00 2.58 71 0.13 -3.91 0.00 0.00 -0.70 72 0.13 -12.52 0.00 0.00 -2.12 73 0.13 -12.72 0.00 0.00 -2.15 74 0.13 -7.63 0.00 0.00 -1.31

    Page 12 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 13

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    75 0.13 -0.85 0.00 0.00 -0.19 76 0.13 4.19 0.00 0.00 0.64 77 0.13 6.47 0.00 0.00 1.01 78 0.13 6.63 0.00 0.00 1.04 79 0.13 5.42 0.00 0.00 0.84 80 0.13 3.74 0.00 0.00 0.56 81 0.13 2.44 0.00 0.00 0.35

    6 8 0.13 79.60 0.00 0.00 6.96 9 0.13 112.19 0.00 0.00 3.03 10 0.13 141.26 0.00 0.00 -6.89 11 0.13 10.10 0.00 0.00 7.10 12 0.13 18.14 0.00 0.00 14.62 13 0.13 18.03 0.00 0.00 14.51 14 0.13 12.91 0.00 0.00 9.73 15 0.13 6.30 0.00 0.00 3.54 16 0.13 1.46 0.00 0.00 -0.99 17 0.13 -0.68 0.00 0.00 -2.99 18 0.13 -0.76 0.00 0.00 -3.06 19 0.13 0.46 0.00 0.00 -1.92 20 0.13 2.11 0.00 0.00 -0.38 21 0.13 103.43 0.00 0.00 9.49 22 0.13 145.78 0.00 0.00 3.23 23 0.13 184.04 0.00 0.00 -10.48 24 0.13 9.10 0.00 0.00 8.12 25 0.13 20.07 0.00 0.00 18.38 26 0.13 20.27 0.00 0.00 18.57 27 0.13 13.73 0.00 0.00 12.45 28 0.13 5.05 0.00 0.00 4.33 29 0.13 -1.38 0.00 0.00 -1.69 30 0.13 -4.30 0.00 0.00 -4.41 31 0.13 -4.48 0.00 0.00 -4.59 32 0.13 -2.92 0.00 0.00 -3.13 33 0.13 -0.77 0.00 0.00 -1.11 34 0.13 0.89 0.00 0.00 0.43 35 0.13 1.66 0.00 0.00 1.15 36 0.13 1.74 0.00 0.00 1.23 37 0.13 1.37 0.00 0.00 0.89 38 0.13 0.83 0.00 0.00 0.39 39 0.13 0.41 0.00 0.00 -0.01 40 0.13 0.21 0.00 0.00 -0.20 41 0.13 0.18 0.00 0.00 -0.23 42 0.13 0.26 0.00 0.00 -0.15 43 0.13 0.39 0.00 0.00 -0.03 44 0.13 0.50 0.00 0.00 0.07 45 0.13 0.56 0.00 0.00 0.12

    Page 13 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 14

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    46 0.13 47.48 0.00 0.00 3.89 47 0.13 69.12 0.00 0.00 2.93 48 0.13 87.57 0.00 0.00 -2.67 49 0.13 6.40 0.00 0.00 5.60 50 0.13 10.57 0.00 0.00 9.49 51 0.13 9.81 0.00 0.00 8.78 52 0.13 6.26 0.00 0.00 5.46 53 0.13 2.03 0.00 0.00 1.51 54 0.13 -0.87 0.00 0.00 -1.21 55 0.13 -1.99 0.00 0.00 -2.26 56 0.13 -1.86 0.00 0.00 -2.14 57 0.13 -1.01 0.00 0.00 -1.34 58 0.13 0.05 0.00 0.00 -0.35 59 0.13 0.80 0.00 0.00 0.35 60 0.13 1.10 0.00 0.00 0.63 61 0.13 1.08 0.00 0.00 0.62 62 0.13 0.88 0.00 0.00 0.43 63 0.13 0.61 0.00 0.00 0.18 64 0.13 0.42 0.00 0.00 0.00 65 0.13 0.34 0.00 0.00 -0.08 66 0.13 0.34 0.00 0.00 -0.08 67 0.13 0.39 0.00 0.00 -0.03 68 0.13 77.74 0.00 0.00 5.22 69 0.13 110.28 0.00 0.00 1.25 70 0.13 140.05 0.00 0.00 -8.02 71 0.13 9.68 0.00 0.00 6.70 72 0.13 18.29 0.00 0.00 14.76 73 0.13 18.48 0.00 0.00 14.93 74 0.13 13.39 0.00 0.00 10.17 75 0.13 6.61 0.00 0.00 3.84 76 0.13 1.57 0.00 0.00 -0.88 77 0.13 -0.71 0.00 0.00 -3.02 78 0.13 -0.87 0.00 0.00 -3.16 79 0.13 0.34 0.00 0.00 -2.03 80 0.13 2.03 0.00 0.00 -0.45 81 0.13 3.32 0.00 0.00 0.76

    7 8 0.13 6.92 0.00 0.00 12.01 9 0.13 2.68 0.00 0.00 11.35 10 0.13 -3.20 0.00 0.00 4.68 11 0.13 -17.36 0.00 0.00 -11.43 12 0.13 108.84 0.00 0.00 -1.96 13 0.13 77.97 0.00 0.00 3.01 14 0.13 44.86 0.00 0.00 3.28 15 0.13 15.74 0.00 0.00 1.38 16 0.13 -3.72 0.00 0.00 -0.32

    Page 14 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 15

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    17 0.13 -12.35 0.00 0.00 -1.06 18 0.13 -12.65 0.00 0.00 -1.09 19 0.13 -7.73 0.00 0.00 -0.66 20 0.13 -1.10 0.00 0.00 -0.09 21 0.13 9.28 0.00 0.00 16.09 22 0.13 -0.81 0.00 0.00 14.81 23 0.13 -10.72 0.00 0.00 5.75 24 0.13 -29.81 0.00 0.00 -15.75 25 0.13 139.44 0.00 0.00 -3.05 26 0.13 99.71 0.00 0.00 3.71 27 0.13 56.71 0.00 0.00 4.17 28 0.13 18.43 0.00 0.00 1.69 29 0.13 -7.44 0.00 0.00 -0.57 30 0.13 -19.18 0.00 0.00 -1.59 31 0.13 -19.92 0.00 0.00 -1.65 32 0.13 -13.65 0.00 0.00 -1.11 33 0.13 -4.96 0.00 0.00 -0.35 34 0.13 1.69 0.00 0.00 0.22 35 0.13 4.80 0.00 0.00 0.49 36 0.13 5.13 0.00 0.00 0.52 37 0.13 3.64 0.00 0.00 0.39 38 0.13 1.49 0.00 0.00 0.21 39 0.13 -0.22 0.00 0.00 0.06 40 0.13 -1.04 0.00 0.00 -0.01 41 0.13 -1.16 0.00 0.00 -0.02 42 0.13 -0.82 0.00 0.00 0.01 43 0.13 -0.29 0.00 0.00 0.05 44 0.13 0.14 0.00 0.00 0.09 45 0.13 0.37 0.00 0.00 0.11 46 0.13 2.04 0.00 0.00 7.28 47 0.13 5.74 0.00 0.00 7.41 48 0.13 4.30 0.00 0.00 3.50 49 0.13 -5.92 0.00 0.00 -6.55 50 0.13 68.64 0.00 0.00 -1.00 51 0.13 46.86 0.00 0.00 1.82 52 0.13 24.84 0.00 0.00 1.85 53 0.13 6.29 0.00 0.00 0.63 54 0.13 -5.37 0.00 0.00 -0.39 55 0.13 -9.90 0.00 0.00 -0.78 56 0.13 -9.38 0.00 0.00 -0.74 57 0.13 -5.92 0.00 0.00 -0.44 58 0.13 -1.68 0.00 0.00 -0.07 59 0.13 1.34 0.00 0.00 0.19 60 0.13 2.56 0.00 0.00 0.30 61 0.13 2.49 0.00 0.00 0.29 62 0.13 1.66 0.00 0.00 0.22

    Page 15 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 16

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    63 0.13 0.60 0.00 0.00 0.13 64 0.13 -0.18 0.00 0.00 0.06 65 0.13 -0.51 0.00 0.00 0.03 66 0.13 -0.51 0.00 0.00 0.03 67 0.13 -0.31 0.00 0.00 0.05 68 0.13 -0.56 0.00 0.00 11.36 69 0.13 -4.99 0.00 0.00 10.68 70 0.13 -8.08 0.00 0.00 4.26 71 0.13 -19.07 0.00 0.00 -11.58 72 0.13 109.42 0.00 0.00 -1.91 73 0.13 79.79 0.00 0.00 3.17 74 0.13 46.79 0.00 0.00 3.45 75 0.13 17.01 0.00 0.00 1.49 76 0.13 -3.25 0.00 0.00 -0.27 77 0.13 -12.46 0.00 0.00 -1.07 78 0.13 -13.08 0.00 0.00 -1.13 79 0.13 -8.21 0.00 0.00 -0.70 80 0.13 -1.43 0.00 0.00 -0.12 81 0.13 3.78 0.00 0.00 0.34

    8 8 0.13 1.75 0.00 0.00 7.16 9 0.13 -0.63 0.00 0.00 2.69 10 0.13 89.36 0.00 0.00 10.71 11 0.13 69.38 0.00 0.00 14.11 12 0.13 39.09 0.00 0.00 7.17 13 0.13 0.06 0.00 0.00 -10.44 14 0.13 107.53 0.00 0.00 -6.24 15 0.13 68.62 0.00 0.00 0.17 16 0.13 37.84 0.00 0.00 4.66 17 0.13 17.55 0.00 0.00 8.69 18 0.13 7.45 0.00 0.00 11.78 19 0.13 3.28 0.00 0.00 11.92 20 0.13 -2.21 0.00 0.00 5.98 21 0.13 5.07 0.00 0.00 4.30 22 0.13 13.74 0.00 0.00 11.65 23 0.13 20.03 0.00 0.00 16.99 24 0.13 19.28 0.00 0.00 16.36 25 0.13 7.55 0.00 0.00 6.41 26 0.13 -18.32 0.00 0.00 -15.53 27 0.13 143.40 0.00 0.00 -8.33 28 0.13 100.40 0.00 0.00 1.00 29 0.13 60.67 0.00 0.00 7.09 30 0.13 29.92 0.00 0.00 12.14 31 0.13 10.76 0.00 0.00 15.77 32 0.13 0.51 0.00 0.00 15.55 33 0.13 -9.22 0.00 0.00 7.42

    Page 16 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 17

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    34 0.13 -26.97 0.00 0.00 -12.54 35 0.13 143.56 0.00 0.00 -4.51 36 0.13 104.73 0.00 0.00 3.22 37 0.13 61.74 0.00 0.00 4.27 38 0.13 22.49 0.00 0.00 1.96 39 0.13 -5.16 0.00 0.00 -0.44 40 0.13 -18.47 0.00 0.00 -1.60 41 0.13 -20.43 0.00 0.00 -1.77 42 0.13 -14.89 0.00 0.00 -1.29 43 0.13 -6.36 0.00 0.00 -0.55 44 0.13 0.69 0.00 0.00 0.06 45 0.13 4.30 0.00 0.00 0.38 46 0.13 10.28 0.00 0.00 8.72 47 0.13 8.02 0.00 0.00 6.80 48 0.13 -0.56 0.00 0.00 -0.48 49 0.13 75.71 0.00 0.00 -4.79 50 0.13 54.64 0.00 0.00 -0.74 51 0.13 32.31 0.00 0.00 -0.03 52 0.13 12.45 0.00 0.00 -0.75 53 0.13 -1.23 0.00 0.00 -0.96 54 0.13 -6.06 0.00 0.00 0.83 55 0.13 -3.90 0.00 0.00 4.07 56 0.13 1.31 0.00 0.00 6.97 57 0.13 5.57 0.00 0.00 7.65 58 0.13 4.85 0.00 0.00 4.22 59 0.13 -4.30 0.00 0.00 -5.08 60 0.13 71.00 0.00 0.00 -1.68 61 0.13 49.51 0.00 0.00 1.59 62 0.13 27.31 0.00 0.00 1.87 63 0.13 8.13 0.00 0.00 0.71 64 0.13 -4.52 0.00 0.00 -0.39 65 0.13 -9.87 0.00 0.00 -0.85 66 0.13 -9.88 0.00 0.00 -0.85 67 0.13 -6.66 0.00 0.00 -0.57 68 0.13 11.74 0.00 0.00 11.34 69 0.13 13.11 0.00 0.00 16.74 70 0.13 12.96 0.00 0.00 16.68 71 0.13 3.53 0.00 0.00 6.22 72 0.13 80.00 0.00 0.00 2.78 73 0.13 41.18 0.00 0.00 -9.81 74 0.13 140.97 0.00 0.00 -3.89 75 0.13 89.10 0.00 0.00 1.95 76 0.13 45.48 0.00 0.00 5.32 77 0.13 15.76 0.00 0.00 8.54 78 0.13 0.41 0.00 0.00 11.17 79 0.13 -4.51 0.00 0.00 11.24

    Page 17 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 18

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    80 0.13 -7.54 0.00 0.00 5.52 81 0.13 -17.33 0.00 0.00 -9.15

    9 8 0.13 53.16 0.00 0.00 -0.28 9 0.13 31.49 0.00 0.00 1.44 10 0.13 14.61 0.00 0.00 3.01 11 0.13 4.76 0.00 0.00 5.00 12 0.13 1.61 0.00 0.00 6.90 13 0.13 1.63 0.00 0.00 7.23 14 0.13 -0.41 0.00 0.00 3.17 15 0.13 90.16 0.00 0.00 10.19 16 0.13 70.99 0.00 0.00 14.20 17 0.13 41.52 0.00 0.00 7.91 18 0.13 3.16 0.00 0.00 -9.05 19 0.13 110.68 0.00 0.00 -6.70 20 0.13 71.22 0.00 0.00 -0.09 21 0.13 -1.27 0.00 0.00 -1.07 22 0.13 -3.42 0.00 0.00 -2.90 23 0.13 -4.98 0.00 0.00 -4.22 24 0.13 -4.79 0.00 0.00 -4.06 25 0.13 -1.88 0.00 0.00 -1.59 26 0.13 4.55 0.00 0.00 3.87 27 0.13 13.23 0.00 0.00 11.24 28 0.13 19.77 0.00 0.00 16.79 29 0.13 19.57 0.00 0.00 16.62 30 0.13 8.60 0.00 0.00 7.31 31 0.13 -16.35 0.00 0.00 -13.86 32 0.13 145.94 0.00 0.00 -9.09 33 0.13 103.02 0.00 0.00 0.57 34 0.13 62.89 0.00 0.00 6.75 35 0.13 31.48 0.00 0.00 11.87 36 0.13 11.51 0.00 0.00 15.61 37 0.13 0.83 0.00 0.00 15.72 38 0.13 -8.79 0.00 0.00 8.17 39 0.13 -25.87 0.00 0.00 -11.00 40 0.13 145.45 0.00 0.00 -5.28 41 0.13 107.42 0.00 0.00 2.99 42 0.13 64.92 0.00 0.00 4.38 43 0.13 25.63 0.00 0.00 2.22 44 0.13 -2.77 0.00 0.00 -0.24 45 0.13 -17.30 0.00 0.00 -1.50 46 0.13 -2.56 0.00 0.00 -2.17 47 0.13 -2.00 0.00 0.00 -1.69 48 0.13 0.13 0.00 0.00 0.12 49 0.13 4.03 0.00 0.00 3.43 50 0.13 8.11 0.00 0.00 6.89

    Page 18 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 19

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    51 0.13 10.24 0.00 0.00 8.70 52 0.13 8.30 0.00 0.00 7.05 53 0.13 0.15 0.00 0.00 0.14 54 0.13 76.85 0.00 0.00 -5.19 55 0.13 55.99 0.00 0.00 -0.87 56 0.13 33.64 0.00 0.00 -0.02 57 0.13 13.52 0.00 0.00 -0.71 58 0.13 -0.66 0.00 0.00 -1.00 59 0.13 -6.07 0.00 0.00 0.65 60 0.13 -4.28 0.00 0.00 3.85 61 0.13 0.82 0.00 0.00 6.82 62 0.13 5.27 0.00 0.00 7.69 63 0.13 5.06 0.00 0.00 4.57 64 0.13 -3.33 0.00 0.00 -4.34 65 0.13 72.59 0.00 0.00 -1.97 66 0.13 51.41 0.00 0.00 1.53 67 0.13 29.13 0.00 0.00 1.95 68 0.13 -6.52 0.00 0.00 -7.49 69 0.13 73.01 0.00 0.00 -6.48 70 0.13 50.38 0.00 0.00 -2.64 71 0.13 30.45 0.00 0.00 0.57 72 0.13 16.93 0.00 0.00 4.98 73 0.13 11.78 0.00 0.00 10.95 74 0.13 12.94 0.00 0.00 16.53 75 0.13 13.04 0.00 0.00 16.92 76 0.13 4.35 0.00 0.00 7.20 77 0.13 81.78 0.00 0.00 3.08 78 0.13 44.05 0.00 0.00 -8.66 79 0.13 144.52 0.00 0.00 -4.38 80 0.13 92.69 0.00 0.00 1.77 81 0.13 48.39 0.00 0.00 5.18

    16 8 0.13 12.34 0.00 0.00 8.70 9 0.13 12.90 0.00 0.00 9.18 10 0.13 8.14 0.00 0.00 5.10 11 0.13 -3.74 0.00 0.00 -5.12 12 0.13 77.40 0.00 0.00 -4.38 13 0.13 55.00 0.00 0.00 -0.38 14 0.13 33.18 0.00 0.00 1.39 15 0.13 15.69 0.00 0.00 2.93 16 0.13 4.72 0.00 0.00 4.83 17 0.13 0.27 0.00 0.00 6.70 18 0.13 -0.67 0.00 0.00 7.09 19 0.13 -2.72 0.00 0.00 3.38 20 0.13 89.16 0.00 0.00 9.49 21 0.13 0.34 0.00 0.00 0.27

    Page 19 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 20

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    22 0.13 0.87 0.00 0.00 0.72 23 0.13 1.25 0.00 0.00 1.05 24 0.13 1.21 0.00 0.00 1.01 25 0.13 0.49 0.00 0.00 0.40 26 0.13 -1.08 0.00 0.00 -0.96 27 0.13 -3.21 0.00 0.00 -2.79 28 0.13 -4.81 0.00 0.00 -4.16 29 0.13 -4.76 0.00 0.00 -4.12 30 0.13 -2.08 0.00 0.00 -1.81 31 0.13 4.05 0.00 0.00 3.46 32 0.13 12.58 0.00 0.00 10.80 33 0.13 19.28 0.00 0.00 16.56 34 0.13 19.61 0.00 0.00 16.84 35 0.13 9.53 0.00 0.00 8.17 36 0.13 -14.18 0.00 0.00 -12.21 37 0.13 149.18 0.00 0.00 -9.80 38 0.13 106.75 0.00 0.00 0.23 39 0.13 66.29 0.00 0.00 6.52 40 0.13 33.72 0.00 0.00 11.65 41 0.13 11.69 0.00 0.00 15.40 42 0.13 -1.24 0.00 0.00 15.67 43 0.13 -12.31 0.00 0.00 8.55 44 0.13 -29.20 0.00 0.00 -9.88 45 0.13 144.52 0.00 0.00 -6.32 46 0.13 0.66 0.00 0.00 0.54 47 0.13 0.52 0.00 0.00 0.42 48 0.13 0.00 0.00 0.00 -0.03 49 0.13 -0.96 0.00 0.00 -0.85 50 0.13 -1.95 0.00 0.00 -1.71 51 0.13 -2.48 0.00 0.00 -2.16 52 0.13 -2.00 0.00 0.00 -1.75 53 0.13 -0.01 0.00 0.00 -0.03 54 0.13 3.76 0.00 0.00 3.21 55 0.13 7.82 0.00 0.00 6.70 56 0.13 10.10 0.00 0.00 8.66 57 0.13 8.49 0.00 0.00 7.28 58 0.13 0.89 0.00 0.00 0.74 59 0.13 78.23 0.00 0.00 -5.57 60 0.13 57.81 0.00 0.00 -0.97 61 0.13 35.59 0.00 0.00 0.05 62 0.13 15.15 0.00 0.00 -0.61 63 0.13 0.08 0.00 0.00 -1.02 64 0.13 -6.68 0.00 0.00 0.43 65 0.13 -6.15 0.00 0.00 3.51 66 0.13 -1.77 0.00 0.00 6.49 67 0.13 2.89 0.00 0.00 7.54

    Page 20 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 21

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    68 0.13 4.72 0.00 0.00 2.15 69 0.13 9.38 0.00 0.00 6.16 70 0.13 13.02 0.00 0.00 9.29 71 0.13 13.15 0.00 0.00 9.40 72 0.13 7.57 0.00 0.00 4.61 73 0.13 -5.46 0.00 0.00 -6.60 74 0.13 74.62 0.00 0.00 -6.77 75 0.13 52.21 0.00 0.00 -2.79 76 0.13 32.02 0.00 0.00 0.39 77 0.13 17.75 0.00 0.00 4.69 78 0.13 11.32 0.00 0.00 10.51 79 0.13 11.26 0.00 0.00 16.15 80 0.13 10.75 0.00 0.00 16.92 81 0.13 2.55 0.00 0.00 7.91

    17 8 0.13 1.27 0.00 0.00 -1.75 9 0.13 1.16 0.00 0.00 -1.87 10 0.13 2.06 0.00 0.00 -0.84 11 0.13 4.32 0.00 0.00 1.73 12 0.13 7.67 0.00 0.00 5.54 13 0.13 10.54 0.00 0.00 8.81 14 0.13 11.16 0.00 0.00 9.51 15 0.13 7.82 0.00 0.00 5.71 16 0.13 -0.90 0.00 0.00 -4.21 17 0.13 84.68 0.00 0.00 -1.05 18 0.13 66.05 0.00 0.00 2.74 19 0.13 45.14 0.00 0.00 3.93 20 0.13 23.62 0.00 0.00 4.44 21 0.13 -0.19 0.00 0.00 -0.08 22 0.13 -0.29 0.00 0.00 -0.20 23 0.13 -0.37 0.00 0.00 -0.28 24 0.13 -0.36 0.00 0.00 -0.27 25 0.13 -0.22 0.00 0.00 -0.12 26 0.13 0.08 0.00 0.00 0.22 27 0.13 0.48 0.00 0.00 0.68 28 0.13 0.78 0.00 0.00 1.03 29 0.13 0.77 0.00 0.00 1.02 30 0.13 0.26 0.00 0.00 0.44 31 0.13 -0.90 0.00 0.00 -0.88 32 0.13 -2.52 0.00 0.00 -2.73 33 0.13 -3.79 0.00 0.00 -4.17 34 0.13 -3.85 0.00 0.00 -4.24 35 0.13 -1.94 0.00 0.00 -2.07 36 0.13 2.57 0.00 0.00 3.06 37 0.13 9.06 0.00 0.00 10.45 38 0.13 14.35 0.00 0.00 16.47

    Page 21 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 22

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    39 0.13 14.99 0.00 0.00 17.20 40 0.13 7.84 0.00 0.00 9.07 41 0.13 -9.57 0.00 0.00 -10.75 42 0.13 162.36 0.00 0.00 -3.57 43 0.13 126.84 0.00 0.00 6.00 44 0.13 87.43 0.00 0.00 11.15 45 0.13 46.30 0.00 0.00 14.34 46 0.13 -0.25 0.00 0.00 -0.15 47 0.13 -0.23 0.00 0.00 -0.12 48 0.13 -0.13 0.00 0.00 -0.01 49 0.13 0.05 0.00 0.00 0.20 50 0.13 0.24 0.00 0.00 0.41 51 0.13 0.34 0.00 0.00 0.53 52 0.13 0.25 0.00 0.00 0.42 53 0.13 -0.13 0.00 0.00 -0.01 54 0.13 -0.84 0.00 0.00 -0.82 55 0.13 -1.61 0.00 0.00 -1.70 56 0.13 -2.04 0.00 0.00 -2.19 57 0.13 -1.74 0.00 0.00 -1.84 58 0.13 -0.30 0.00 0.00 -0.20 59 0.13 2.51 0.00 0.00 3.00 60 0.13 5.65 0.00 0.00 6.57 61 0.13 7.51 0.00 0.00 8.69 62 0.13 6.50 0.00 0.00 7.54 63 0.13 1.02 0.00 0.00 1.30 64 0.13 82.19 0.00 0.00 -2.64 65 0.13 65.90 0.00 0.00 1.92 66 0.13 46.19 0.00 0.00 2.58 67 0.13 24.71 0.00 0.00 1.22 68 0.13 2.71 0.00 0.00 -0.10 69 0.13 1.83 0.00 0.00 -1.11 70 0.13 1.14 0.00 0.00 -1.89 71 0.13 1.11 0.00 0.00 -1.92 72 0.13 2.17 0.00 0.00 -0.72 73 0.13 4.65 0.00 0.00 2.10 74 0.13 8.20 0.00 0.00 6.14 75 0.13 11.07 0.00 0.00 9.41 76 0.13 11.38 0.00 0.00 9.76 77 0.13 7.43 0.00 0.00 5.26 78 0.13 -2.15 0.00 0.00 -5.64 79 0.13 82.60 0.00 0.00 -3.43 80 0.13 63.88 0.00 0.00 0.27 81 0.13 44.14 0.00 0.00 2.80

    18 8 0.13 -3.57 0.00 0.00 -0.72 9 0.13 -3.68 0.00 0.00 -0.75

    Page 22 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 23

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    10 0.13 -2.78 0.00 0.00 -0.52 11 0.13 -0.52 0.00 0.00 0.06 12 0.13 2.83 0.00 0.00 0.91 13 0.13 5.70 0.00 0.00 1.64 14 0.13 6.32 0.00 0.00 1.80 15 0.13 2.97 0.00 0.00 0.95 16 0.13 -5.74 0.00 0.00 -1.27 17 0.13 -20.16 0.00 0.00 -4.94 18 0.13 -38.79 0.00 0.00 -9.68 19 0.13 -59.71 0.00 0.00 -15.00 20 0.13 18.77 0.00 0.00 -14.28 21 0.13 -0.38 0.00 0.00 0.09 22 0.13 -0.48 0.00 0.00 0.07 23 0.13 -0.56 0.00 0.00 0.05 24 0.13 -0.55 0.00 0.00 0.05 25 0.13 -0.41 0.00 0.00 0.08 26 0.13 -0.11 0.00 0.00 0.16 27 0.13 0.29 0.00 0.00 0.26 28 0.13 0.59 0.00 0.00 0.34 29 0.13 0.58 0.00 0.00 0.34 30 0.13 0.07 0.00 0.00 0.21 31 0.13 -1.09 0.00 0.00 -0.09 32 0.13 -2.71 0.00 0.00 -0.50 33 0.13 -3.98 0.00 0.00 -0.82 34 0.13 -4.04 0.00 0.00 -0.84 35 0.13 -2.13 0.00 0.00 -0.35 36 0.13 2.38 0.00 0.00 0.80 37 0.13 8.87 0.00 0.00 2.45 38 0.13 14.16 0.00 0.00 3.79 39 0.13 14.80 0.00 0.00 3.95 40 0.13 7.65 0.00 0.00 2.14 41 0.13 -9.76 0.00 0.00 -2.29 42 0.13 -37.83 0.00 0.00 -9.43 43 0.13 -73.35 0.00 0.00 -18.47 44 0.13 -112.76 0.00 0.00 -28.49 45 0.13 46.11 0.00 0.00 -26.58 46 0.13 -0.44 0.00 0.00 0.08 47 0.13 -0.42 0.00 0.00 0.08 48 0.13 -0.32 0.00 0.00 0.11 49 0.13 -0.14 0.00 0.00 0.15 50 0.13 0.05 0.00 0.00 0.20 51 0.13 0.15 0.00 0.00 0.23 52 0.13 0.06 0.00 0.00 0.21 53 0.13 -0.32 0.00 0.00 0.11 54 0.13 -1.03 0.00 0.00 -0.07 55 0.13 -1.80 0.00 0.00 -0.27

    Page 23 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 24

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    56 0.13 -2.24 0.00 0.00 -0.38 57 0.13 -1.93 0.00 0.00 -0.30 58 0.13 -0.49 0.00 0.00 0.07 59 0.13 2.32 0.00 0.00 0.78 60 0.13 5.46 0.00 0.00 1.58 61 0.13 7.32 0.00 0.00 2.05 62 0.13 6.31 0.00 0.00 1.80 63 0.13 0.83 0.00 0.00 0.40 64 0.13 -10.40 0.00 0.00 -2.46 65 0.13 -26.69 0.00 0.00 -6.60 66 0.13 -46.40 0.00 0.00 -11.61 67 0.13 -67.89 0.00 0.00 -17.08 68 0.13 -2.13 0.00 0.00 -0.35 69 0.13 -3.01 0.00 0.00 -0.58 70 0.13 -3.70 0.00 0.00 -0.75 71 0.13 -3.73 0.00 0.00 -0.76 72 0.13 -2.67 0.00 0.00 -0.49 73 0.13 -0.19 0.00 0.00 0.14 74 0.13 3.35 0.00 0.00 1.04 75 0.13 6.23 0.00 0.00 1.77 76 0.13 6.54 0.00 0.00 1.85 77 0.13 2.58 0.00 0.00 0.85 78 0.13 -6.99 0.00 0.00 -1.59 79 0.13 -22.24 0.00 0.00 -5.47 80 0.13 -40.96 0.00 0.00 -10.23 81 0.13 -60.70 0.00 0.00 -15.25

    19 8 0.13 1.63 0.00 0.00 0.27 9 0.13 1.63 0.00 0.00 0.27 10 0.13 1.63 0.00 0.00 0.27 11 0.13 1.63 0.00 0.00 0.27 12 0.13 1.63 0.00 0.00 0.27 13 0.13 1.63 0.00 0.00 0.27 14 0.13 1.63 0.00 0.00 0.27 15 0.13 1.63 0.00 0.00 0.27 16 0.13 1.63 0.00 0.00 0.27 17 0.13 1.63 0.00 0.00 0.27 18 0.13 1.63 0.00 0.00 0.27 19 0.13 1.63 0.00 0.00 0.27 20 0.13 1.63 0.00 0.00 0.27 21 0.13 1.63 0.00 0.00 0.27 22 0.13 1.63 0.00 0.00 0.27 23 0.13 1.63 0.00 0.00 0.27 24 0.13 1.63 0.00 0.00 0.27 25 0.13 1.63 0.00 0.00 0.27 26 0.13 1.63 0.00 0.00 0.27

    Page 24 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 25

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    27 0.13 1.63 0.00 0.00 0.27 28 0.13 1.63 0.00 0.00 0.27 29 0.13 1.63 0.00 0.00 0.27 30 0.13 1.63 0.00 0.00 0.27 31 0.13 1.63 0.00 0.00 0.27 32 0.13 1.63 0.00 0.00 0.27 33 0.13 1.63 0.00 0.00 0.27 34 0.13 1.63 0.00 0.00 0.27 35 0.13 1.63 0.00 0.00 0.27 36 0.13 1.63 0.00 0.00 0.27 37 0.13 1.63 0.00 0.00 0.27 38 0.13 1.63 0.00 0.00 0.27 39 0.13 1.63 0.00 0.00 0.27 40 0.13 1.63 0.00 0.00 0.27 41 0.13 1.63 0.00 0.00 0.27 42 0.13 1.63 0.00 0.00 0.27 43 0.13 1.63 0.00 0.00 0.27 44 0.13 1.63 0.00 0.00 0.27 45 0.13 1.63 0.00 0.00 0.27 46 0.13 1.63 0.00 0.00 0.27 47 0.13 1.63 0.00 0.00 0.27 48 0.13 1.63 0.00 0.00 0.27 49 0.13 1.63 0.00 0.00 0.27 50 0.13 1.63 0.00 0.00 0.27 51 0.13 1.63 0.00 0.00 0.27 52 0.13 1.63 0.00 0.00 0.27 53 0.13 1.63 0.00 0.00 0.27 54 0.13 1.63 0.00 0.00 0.27 55 0.13 1.63 0.00 0.00 0.27 56 0.13 1.63 0.00 0.00 0.27 57 0.13 1.63 0.00 0.00 0.27 58 0.13 1.63 0.00 0.00 0.27 59 0.13 1.63 0.00 0.00 0.27 60 0.13 1.63 0.00 0.00 0.27 61 0.13 1.63 0.00 0.00 0.27 62 0.13 1.63 0.00 0.00 0.27 63 0.13 1.63 0.00 0.00 0.27 64 0.13 1.63 0.00 0.00 0.27 65 0.13 1.63 0.00 0.00 0.27 66 0.13 1.63 0.00 0.00 0.27 67 0.13 1.63 0.00 0.00 0.27 68 0.13 1.63 0.00 0.00 0.27 69 0.13 1.63 0.00 0.00 0.27 70 0.13 1.63 0.00 0.00 0.27 71 0.13 1.63 0.00 0.00 0.27 72 0.13 1.63 0.00 0.00 0.27

    Page 25 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 26

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    73 0.13 1.63 0.00 0.00 0.27 74 0.13 1.63 0.00 0.00 0.27 75 0.13 1.63 0.00 0.00 0.27 76 0.13 1.63 0.00 0.00 0.27 77 0.13 1.63 0.00 0.00 0.27 78 0.13 1.63 0.00 0.00 0.27 79 0.13 1.63 0.00 0.00 0.27 80 0.13 1.63 0.00 0.00 0.27 81 0.13 1.63 0.00 0.00 0.27

    20 8 0.13 0.00 0.00 0.00 0.00 9 0.13 0.00 0.00 0.00 0.00 10 0.13 0.00 0.00 0.00 0.00 11 0.13 0.00 0.00 0.00 0.00 12 0.13 0.00 0.00 0.00 0.00 13 0.13 0.00 0.00 0.00 0.00 14 0.13 0.00 0.00 0.00 0.00 15 0.13 0.00 0.00 0.00 0.00 16 0.13 0.00 0.00 0.00 0.00 17 0.13 0.00 0.00 0.00 0.00 18 0.13 0.00 0.00 0.00 0.00 19 0.13 0.00 0.00 0.00 0.00 20 0.13 0.00 0.00 0.00 0.00 21 0.13 0.00 0.00 0.00 0.00 22 0.13 0.00 0.00 0.00 0.00 23 0.13 0.00 0.00 0.00 0.00 24 0.13 0.00 0.00 0.00 0.00 25 0.13 0.00 0.00 0.00 0.00 26 0.13 0.00 0.00 0.00 0.00 27 0.13 0.00 0.00 0.00 0.00 28 0.13 0.00 0.00 0.00 0.00 29 0.13 0.00 0.00 0.00 0.00 30 0.13 0.00 0.00 0.00 0.00 31 0.13 0.00 0.00 0.00 0.00 32 0.13 0.00 0.00 0.00 0.00 33 0.13 0.00 0.00 0.00 0.00 34 0.13 0.00 0.00 0.00 0.00 35 0.13 0.00 0.00 0.00 0.00 36 0.13 0.00 0.00 0.00 0.00 37 0.13 0.00 0.00 0.00 0.00 38 0.13 0.00 0.00 0.00 0.00 39 0.13 0.00 0.00 0.00 0.00 40 0.13 0.00 0.00 0.00 0.00 41 0.13 0.00 0.00 0.00 0.00 42 0.13 0.00 0.00 0.00 0.00 43 0.13 0.00 0.00 0.00 0.00

    Page 26 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 27

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    44 0.13 0.00 0.00 0.00 0.00 45 0.13 0.00 0.00 0.00 0.00 46 0.13 0.00 0.00 0.00 0.00 47 0.13 0.00 0.00 0.00 0.00 48 0.13 0.00 0.00 0.00 0.00 49 0.13 0.00 0.00 0.00 0.00 50 0.13 0.00 0.00 0.00 0.00 51 0.13 0.00 0.00 0.00 0.00 52 0.13 0.00 0.00 0.00 0.00 53 0.13 0.00 0.00 0.00 0.00 54 0.13 0.00 0.00 0.00 0.00 55 0.13 0.00 0.00 0.00 0.00 56 0.13 0.00 0.00 0.00 0.00 57 0.13 0.00 0.00 0.00 0.00 58 0.13 0.00 0.00 0.00 0.00 59 0.13 0.00 0.00 0.00 0.00 60 0.13 0.00 0.00 0.00 0.00 61 0.13 0.00 0.00 0.00 0.00 62 0.13 0.00 0.00 0.00 0.00 63 0.13 0.00 0.00 0.00 0.00 64 0.13 0.00 0.00 0.00 0.00 65 0.13 0.00 0.00 0.00 0.00 66 0.13 0.00 0.00 0.00 0.00 67 0.13 0.00 0.00 0.00 0.00 68 0.13 0.00 0.00 0.00 0.00 69 0.13 0.00 0.00 0.00 0.00 70 0.13 0.00 0.00 0.00 0.00 71 0.13 0.00 0.00 0.00 0.00 72 0.13 0.00 0.00 0.00 0.00 73 0.13 0.00 0.00 0.00 0.00 74 0.13 0.00 0.00 0.00 0.00 75 0.13 0.00 0.00 0.00 0.00 76 0.13 0.00 0.00 0.00 0.00 77 0.13 0.00 0.00 0.00 0.00 78 0.13 0.00 0.00 0.00 0.00 79 0.13 0.00 0.00 0.00 0.00 80 0.13 0.00 0.00 0.00 0.00 81 0.13 0.00 0.00 0.00 0.00

    21 8 0.13 -2.51 0.00 0.00 -11.81 9 0.13 105.09 0.00 0.00 -5.69 10 0.13 66.50 0.00 0.00 0.48 11 0.13 36.36 0.00 0.00 4.92 12 0.13 16.76 0.00 0.00 8.92 13 0.13 7.25 0.00 0.00 11.92 14 0.13 3.22 0.00 0.00 11.78

    Page 27 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 28

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    15 0.13 -2.61 0.00 0.00 5.37 16 0.13 -16.20 0.00 0.00 -10.17 17 0.13 110.53 0.00 0.00 -2.46 18 0.13 79.99 0.00 0.00 2.88 19 0.13 46.84 0.00 0.00 3.36 20 0.13 17.30 0.00 0.00 1.52 21 0.13 -20.36 0.00 0.00 -17.26 22 0.13 140.94 0.00 0.00 -7.55 23 0.13 97.82 0.00 0.00 1.40 24 0.13 58.51 0.00 0.00 7.40 25 0.13 28.39 0.00 0.00 12.38 26 0.13 9.94 0.00 0.00 15.88 27 0.13 -0.03 0.00 0.00 15.30 28 0.13 -9.99 0.00 0.00 6.57 29 0.13 -28.44 0.00 0.00 -14.19 30 0.13 141.44 0.00 0.00 -3.83 31 0.13 102.14 0.00 0.00 3.41 32 0.13 59.12 0.00 0.00 4.16 33 0.13 20.32 0.00 0.00 1.75 34 0.13 -6.44 0.00 0.00 -0.58 35 0.13 -18.94 0.00 0.00 -1.66 36 0.13 -20.25 0.00 0.00 -1.78 37 0.13 -14.28 0.00 0.00 -1.26 38 0.13 -5.61 0.00 0.00 -0.51 39 0.13 1.26 0.00 0.00 0.09 40 0.13 4.56 0.00 0.00 0.38 41 0.13 5.05 0.00 0.00 0.42 42 0.13 3.68 0.00 0.00 0.30 43 0.13 1.56 0.00 0.00 0.12 44 0.13 -0.20 0.00 0.00 -0.04 45 0.13 -1.09 0.00 0.00 -0.11 46 0.13 30.98 0.00 0.00 -0.08 47 0.13 11.43 0.00 0.00 -0.78 48 0.13 -1.80 0.00 0.00 -0.93 49 0.13 -6.12 0.00 0.00 0.97 50 0.13 -3.66 0.00 0.00 4.25 51 0.13 1.61 0.00 0.00 7.07 52 0.13 5.68 0.00 0.00 7.55 53 0.13 4.52 0.00 0.00 3.82 54 0.13 -5.18 0.00 0.00 -5.87 55 0.13 69.74 0.00 0.00 -1.40 56 0.13 48.09 0.00 0.00 1.64 57 0.13 25.97 0.00 0.00 1.80 58 0.13 7.12 0.00 0.00 0.60 59 0.13 -5.02 0.00 0.00 -0.45 60 0.13 -9.92 0.00 0.00 -0.88

    Page 28 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 29

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    61 0.13 -9.65 0.00 0.00 -0.86 62 0.13 -6.31 0.00 0.00 -0.57 63 0.13 -2.04 0.00 0.00 -0.20 64 0.13 1.10 0.00 0.00 0.08 65 0.13 2.43 0.00 0.00 0.19 66 0.13 2.43 0.00 0.00 0.19 67 0.13 1.63 0.00 0.00 0.12 68 0.13 38.40 0.00 0.00 -10.98 69 0.13 137.86 0.00 0.00 -3.32 70 0.13 86.13 0.00 0.00 2.19 71 0.13 43.26 0.00 0.00 5.52 72 0.13 14.43 0.00 0.00 8.72 73 0.13 -0.06 0.00 0.00 11.29 74 0.13 -4.55 0.00 0.00 11.11 75 0.13 -7.69 0.00 0.00 4.93 76 0.13 -18.10 0.00 0.00 -10.33 77 0.13 110.97 0.00 0.00 -2.42 78 0.13 81.74 0.00 0.00 3.03 79 0.13 48.78 0.00 0.00 3.53 80 0.13 18.63 0.00 0.00 1.64 81 0.13 -2.32 0.00 0.00 -0.19

    ************** END OF LATEST ANALYSIS RESULT **************

    144. SECTION 0.869 145. *1 TO 7 9 TO 11 13 TO 15 17 TO 20 146. LOAD LIST 8 TO 81 147. PRINT MEMBER SECTION FORCES ALL

    Page 29 of 55\\AHMFIL03\Project\Wip\44I04244 - South Bristol Link Road\Calculations\Working\Longmoor\staad\Deck Analysis.anl

  • Tuesday, May 05, 2015, 05:40 PM

    STAAD PLANE -- PAGE NO. 30

    MEMBER FORCES AT INTERMEDIATE SECTIONS --------------------------------------

    ALL UNITS ARE -- KN METE

    MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

    1 8 0.87 0.00 0.00 0.00 0.00 9 0.87 0.00 0.00 0.00 0.00 10 0.87 0.00 0.00 0.00 0.00 11 0.87 0.00 0.00 0.00 0.00